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r, Cambria Environmental Technology, Inc BORINGIWELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-6649 <br /> • CLIENT NAME Equiva Services LLC BORINGIWELL NAME SB-3 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 10-Feb-00 <br /> LOCATION420 W Kettleman Lane, Lodi DRILLING COMPLETED 10-Feb-00 <br /> PROJECT NUMBER _ 1346 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION Not Surveyed _ <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION Not Surve ed <br /> BORING DIAMETER 6 SCREENED INTERVAL NA <br /> LOGGED BY A Cool DEPTH TO WATER(First Encountered) 58 0 ft(10-Feb-00) <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) NA 1 <br /> REMARKS <br /> i <br /> E _ — w U <br /> CL 6 Z a w Q U a-UO LITHOLOGIC DESCRIPTION WELL DIAGRAM <br /> a CpO ¢ w O �J Oa <br /> (n Uw <br /> As halt 03 <br /> SILT, (ML),yellowish brown(10YR 514), moist,5%clay <br /> 70%silt,25%fine sand no plasticity <br /> 0 3 SB-3-5 5 5 ML @ 5 -stiff <br /> 6 <br /> 0 a SB-3- 10 10'-li ht olwe brown 2 5Y 513 105 <br /> 21 105 Silty SAND (SM) yellowish brown(10YR 514) dense <br /> SM moist, 30%silt, 70%fine to medium sand <br /> 130 <br /> - 4 1 <br /> 0 12 SB-3- 15 SILT, (ML),yellowish brown(10YR 514) very stiff <br /> 15 155 moist 70%silt 30%fine sand no plasticity <br /> P <br /> 4 <br /> N <br /> 0 ;5 SB-3- 20— @ 20'-strong brown(7 5YR 416), hard 10%clay,70% <br /> 29 205 silt 20%fine sand, low plasticity <br /> a <br /> LU <br /> 0 <br /> ML <br /> 0 <br /> 0 ;a S13-3- 25 @ 25'-dark yellowish brown(10YR 414) 65%silt,35% <br /> so 255 fine sand no plasticity <br /> 0 <br /> g� <br /> F <br /> z <br /> 9 <br /> i <br /> 0 19 SB-3- 30 @ 30 -light olive brown(2 5Y 514), 10%clay,80%silt Portland Type <br /> 36 305 10%fine sand low plasticity I/ll <br /> U <br /> a <br /> 330 <br /> 0 <br /> SP <br /> 35 <br /> Continued Next Page Pa�F r of z <br />